CN108843318A - Method for improving ore removal efficiency of underground stope - Google Patents
Method for improving ore removal efficiency of underground stope Download PDFInfo
- Publication number
- CN108843318A CN108843318A CN201810549787.5A CN201810549787A CN108843318A CN 108843318 A CN108843318 A CN 108843318A CN 201810549787 A CN201810549787 A CN 201810549787A CN 108843318 A CN108843318 A CN 108843318A
- Authority
- CN
- China
- Prior art keywords
- stope
- ore
- measure
- removal efficiency
- active workings
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C41/00—Methods of underground or surface mining; Layouts therefor
- E21C41/16—Methods of underground mining; Layouts therefor
Abstract
The invention discloses a method for improving ore removal efficiency of an underground stope, which is characterized in that on the basis of an extravenal connecting roadway, an extravenal ore-sliding shaft and an extravenal human material shaft which are normally arranged in the stope, a plurality of stope roadways are arranged in the stope, the stope roadways are communicated with a medium-length hole blasting part, a measure connecting roadway is arranged at the middle position of each stope roadway, each stope roadway is communicated by the measure connecting roadway, measure ore-sliding shafts are arranged at the two end parts of the measure connecting roadway, the measure ore-sliding shafts are communicated with a middle section transportation roadway, and a vibration ore-drawing machine is arranged at the lower end of each measure mine; according to the invention, the measure communication roadway, the measure chute, the large ore storage chamber and the slag pavement are arranged, so that the transportation distance is shortened, the operation time is increased, the traveling speed of the transportation equipment is increased, and the ore removal efficiency is obviously improved; compared with the traditional ore removal mode, the ore removal efficiency is improved to 120-130 tons/shift from 45-50 tons/shift.
Description
Technical field
The invention belongs to mining technical fields, and in particular to a kind of for improving the side of underground stope ore removal efficiency
Method.
Background technique
Underground stope ore removal efficiency and the demolition effect of mining, ore removal equipment, pavement behavior, transportation range, activity duration
It is related with pavement behavior, transportation range, activity duration in the case where demolition effect, ore removal equipment are certain etc. related.
Traditional downdraft mode sublevel caving arranges connection roadway 8 outside arteries and veins, ore pass 6 and arteries and veins outside arteries and veins in stope
Outer talent's well 11, according to height of lift back production from top to bottom.Connection roadway outside arteries and veins is arranged other than ore limits, is got in touch with outside arteries and veins
Ore pass outside an arteries and veins is arranged at interval of 50m on tunnel.Ore removal equipment shovel at the quick-fried heap of stope drift active workings mining takes ore, through back production
Tunnel, the outer connection roadway of arteries and veins are transported to the outer ore pass of arteries and veins.When quick-fried heap encounters lump ore, stop ore removal operation, to lump ore
Second-time breakage is carried out using blasting method.
The presence of above-mentioned tradition ore drawing in stope mode is the disadvantage is that transportation range is long, pavement behavior is poor, breaking up of boulders, often
Safe ventilation after secondary second-time breakage reduces the activity duration, causes to directly affect to ore drawing in stope efficiency, safety in production.
Summary of the invention
The object of the present invention is to provide a kind of methods for improving underground stope ore removal efficiency.
In order to meet above-mentioned purpose, the technical scheme adopted by the invention is as follows：
A method of for improving underground stope ore removal efficiency comprising following methods：
A：Setting measure ore removal facility：It is equipped with several stope drift active workings in stope, connects at the stope drift active workings and medium-length hole blasting
Logical, the middle position of the stope drift active workings is arranged measure connection roadway, the measure connection roadway by each stope drift active workings connection,
At the both ends of measure connection roadway, measure ore pass, the measure ore pass and level haulage tunnel connection are set, it is described to arrange
The lower end for applying ore pass is equipped with vibration ore dumping machine；
B：Lump ore is set and stores chamber：The two sides of the stope drift active workings are provided with lump ore storage chamber, the bulk
Ore storage chamber is located at medium-length hole blasting between measure connection roadway；
C：Slag road surface is set：Slag road face is laid on the bottom plate of every stope drift active workings.
Preferably, width >=50m of stope described in A, the spacing between described two stope drift active workings are 10m, described same
5 stope drift active workings are disposed in one stope.
Preferably, the section of the stope drift active workings is arch, and the area of the stope drift active workings section is 8.54m2。
Preferably, the size of measure ore pass described in A（It is long × wide）For 2 × 3m, the bottom of the measure ore pass
Vibration ore dumping machine 9 is installed.
Preferably, the size of the storage of lump ore described in B chamber（Length × width × height）For 4 × 2 × 4m.
Preferably, slag road surface described in C passes through 1 using cement, gypsum, slag and water as material：0.75：3.5：0.6
The mixing of weight mix ratio, mechanical stirring is laid with after 2-3 minute, formation slag road surface after solidification.
Beneficial effects of the present invention are：
（1）Shorten transportation range：Inside stope, ore body middle position setting measure connecting taxiway, measure ore pass carry out fortune mine,
The outer connecting taxiway of setting arteries and veins, ore pass outside mine operation mode and stope is unloaded to carry out fortune mine, unload compared with mine operation mode, transport away from
From 60 ﹪ -70 ﹪ are shortened, the time for once transporting, unloading mine shortens 60 ﹪ -70 ﹪, and ore removal efficiency increases substantially.
（2）Increase the activity duration：When encountering lump ore during ore removal, lump ore scraper to lump ore is deposited
Chamber is put, concentration second-time breakage is carried out, stops ore removal when encountering lump ore with traditional, crumbling method phase is carried out on quick-fried heap
Compare, increase the activity duration, ore removal efficiency increases therewith.
（3）Improve the speed of travel of transporting equipment：Using cement, gypsum, slag etc. as material, it is laid with slag road surface,
With tradition on roadway floor compared with direct ore removal, slag evenness of road surface, intensity are high, and common roadway floor is uneven,
There are also a large amount of muddy water, is transported on slag road surface, unloads mine, improved traffic condition, improve equipment availability, while
Improve travelling speed.
（4）For the present invention by setting measure connection roadway, measure ore pass, setting lump ore stores chamber, setting mine
Slag road surface, shortens transportation range, increases the activity duration, improves the speed of travel of transporting equipment, and ore removal efficiency significantly mentions
It is high；Compared with traditional ore removal way, ore removal efficiency is increased to 120-130 Dun ∕ machine-team by 45-50 Dun ∕ machine-team.
Detailed description of the invention
Fig. 1 is floor map of the invention；
Fig. 2 is the A-A direction view of Fig. 1；
In figure：1. stope drift active workings, 2. measure connection roadways, 3. measure ore pass, 4. lump ores storage chamber, 5. medium-length holes,
6. the outer ore pass of arteries and veins, 7. ore removal equipment, the outer connection roadway of 8. arteries and veins, 9. vibration ore dumping machines, 10. slag road surfaces, the outer talent of 11. arteries and veins
Well, 12. mine cars.
Specific embodiment
The present invention is described further with working principle with reference to the accompanying drawing：
A kind of method for improving underground stope ore removal efficiency as illustrated in fig. 1 and 2 comprising following methods：
A：Setting measure ore removal facility：Connection roadway 8, talent's well outside ore pass 6 and arteries and veins outside arteries and veins outside the arteries and veins that stope is normally arranged
On the basis of 11, it is equipped with several stope drift active workings 1 in stope, is connected at stope drift active workings 1 and 5 explosion of medium-length hole, in stope drift active workings 1
Meta position installs measure connection roadway 2, and measure connection roadway 2 is by each 1 connection of stope drift active workings, the two of measure connection roadway 2
Measure ore pass 3, the measure ore pass 3 and level haulage tunnel connection is arranged in end, and the lower end of the measure ore pass 3 is pacified
Equipped with vibration ore dumping machine 9；
B：Lump ore is set and stores chamber：The two sides of stope drift active workings 1 are provided with lump ore storage chamber 4, and lump ore is deposited
Chamber 4 is put to be located at 5 explosion of medium-length hole between measure connection roadway 2；
C：Slag road surface is set：Slag road face 10 is laid on the bottom plate of every stope drift active workings 1, the material on slag road surface 10 is water
Mud, gypsum, slag and water, cement：Gypsum：Slag：Water weight mix ratio is 1：0.75：3.5：0.6.
Width >=50m of stope in A, the spacing between two stope drift active workings 1 are 10m, and 5 are disposed in same stope and is returned
Adopt tunnel 1；The section of stope drift active workings 1 is arch, and the area of 1 section of stope drift active workings is 8.54m2；Measure ore pass 3 in A
Having a size of 2 × 3m, the bottom of measure ore pass 3 is equipped with vibration ore dumping machine 9, when ore removal equipment 7 from 5 explosion place of medium-length hole by mine
After stone extraction, ore is shipped on the mine car 12 in level haulage tunnel by the vibration ore dumping machine 9 of 3 end of measure ore pass and is transported
Output is gone, and the effect of vibration ore dumping machine 9 is that ore can be allowed more smooth when slipping mine in measure ore pass 3；Big lump ore in B
The size that stone stores chamber 4 is 4 × 2 × 4m；Slag road surface 10 in C passes through 1 using cement, gypsum, slag and water as material：
0.75：3.5：0.6 weight mix ratio mixing, mechanical stirring are laid with after 2-3 minutes, and slag road surface 10 is formed after solidification.
1 back production medium-length hole of stope drift active workings, 5 explosion of stope fall mine after, ore removal equipment 7 is joined by stope drift active workings 1 and measure
Network tunnel 2 transports to ore partial size≤350mm ore shovel shipment in stope in measure ore pass 3, and ore is slipped by measure again
The vibration ore dumping machine 9 that 3 bottom of mine is installed is put into the mine car 12 in level haulage tunnel and transports earth's surface；During shovel is taken on mine
The lump ore of the partial size > 350mm of appearance is stored into lump ore storage chamber 4, is concentrated and is carried out second-time breakage, after being crushed
It transports again, significantly increases the activity duration, compared with traditional ore removal way, ore removal efficiency is improved by 45-50 Dun ∕ machine-team
To 120-130 Dun ∕ machine-team.
Claims (6)
1. a kind of method for improving underground stope ore removal efficiency, it is characterised in that including following methods：
A：Setting measure ore removal facility：Several stope drift active workings are equipped in stope（1）, the stope drift active workings（1）With medium-length hole（5）
It is connected at explosion, the stope drift active workings（1）Middle position be arranged measure connection roadway（2）, the measure connection roadway（2）It will
Each stope drift active workings（1）Connection, in measure connection roadway（2）Both ends be arranged measure ore pass（3）, the measure ore pass
（3）With level haulage tunnel connection, the measure ore pass（3）Lower end vibration ore dumping machine is installed（9）；
B：Lump ore is set and stores chamber：The stope drift active workings（1）Two sides be provided with lump ore storage chamber（4）, institute
State lump ore storage chamber（4）Positioned at medium-length hole（5）At explosion and measure connection roadway（2）Between；
C：Slag road surface is set：In every stope drift active workings（1）Bottom plate on be laid with Slag road face（10）.
2. a kind of method for improving underground stope ore removal efficiency according to claim 1, it is characterised in that：Institute in A
State width >=50m of stope, described two stope drift active workings（1）Between spacing be 10m, be disposed with 5 in the same stope
Stope drift active workings（1）.
3. a kind of method for improving underground stope ore removal efficiency according to claim 1 or 2, it is characterised in that：Institute
State stope drift active workings（1）Section be arch, the stope drift active workings（1）The area of section is 8.54m2。
4. a kind of method for improving underground stope ore removal efficiency according to claim 3, it is characterised in that：Institute in A
The measure ore pass stated（3）Size be 2 × 3m.
5. a kind of method for improving underground stope ore removal efficiency according to claim 1, it is characterised in that：Institute in B
The lump ore storage chamber stated（4）Size be 4 × 2 × 4m.
6. a kind of method for improving underground stope ore removal efficiency according to claim 1, it is characterised in that：Institute in C
The slag road surface stated（10）Using cement, gypsum, slag and water as material, pass through 1：0.75：3.5：0.6 weight mix ratio is mixed
It closes, mechanical stirring is laid with after 2-3 minutes, and slag road surface is formed after solidification（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810549787.5A CN108843318A (en) | 2018-05-31 | 2018-05-31 | Method for improving ore removal efficiency of underground stope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810549787.5A CN108843318A (en) | 2018-05-31 | 2018-05-31 | Method for improving ore removal efficiency of underground stope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108843318A true CN108843318A (en) | 2018-11-20 |
Family
ID=64210323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810549787.5A Pending CN108843318A (en) | 2018-05-31 | 2018-05-31 | Method for improving ore removal efficiency of underground stope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108843318A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067477A (en) * | 1991-06-03 | 1992-12-30 | 北京矿冶研究总院 | Inclined wall coarse particle water sand filling mining method |
| CN1776197A (en) * | 2005-11-18 | 2006-05-24 | 宝钢集团上海梅山有限公司 | Method for treating bulk for mining and transport |
| CN102392641A (en) * | 2011-08-02 | 2012-03-28 | 中钢矿业开发有限公司 | Point pillar type full-ore-deposit middle-section-free upward high-layering continuous propelling fill mining method |
| CN104405394A (en) * | 2014-12-19 | 2015-03-11 | 中矿金业股份有限公司 | Mining method |
| CN105179002A (en) * | 2015-09-08 | 2015-12-23 | 南京梅山冶金发展有限公司 | Construction method for dynamic ventilation channels of underground mining of thick ore body |
| CN205891970U (en) * | 2016-08-17 | 2017-01-18 | 贵州万恒科技发展有限公司 | A mine drop shaft system for storing and high -efficient transported substance material |
| CN106677780A (en) * | 2017-02-21 | 2017-05-17 | 中冶北方（大连）工程技术有限公司 | Upward and downward staged rock drilling, sublevel bottom cutting and ore removal subsequent backfilling mining method |
| CN106761756A (en) * | 2015-11-19 | 2017-05-31 | 中钢集团马鞍山矿山研究院有限公司 | A kind of stope structure for Upward slicing all-tailing cemented filling method |
| CN107218077A (en) * | 2017-06-26 | 2017-09-29 | 永城煤电控股集团有限公司 | Rock gangway multimode combines cash technique |
-
2018
- 2018-05-31 CN CN201810549787.5A patent/CN108843318A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067477A (en) * | 1991-06-03 | 1992-12-30 | 北京矿冶研究总院 | Inclined wall coarse particle water sand filling mining method |
| CN1776197A (en) * | 2005-11-18 | 2006-05-24 | 宝钢集团上海梅山有限公司 | Method for treating bulk for mining and transport |
| CN102392641A (en) * | 2011-08-02 | 2012-03-28 | 中钢矿业开发有限公司 | Point pillar type full-ore-deposit middle-section-free upward high-layering continuous propelling fill mining method |
| CN104405394A (en) * | 2014-12-19 | 2015-03-11 | 中矿金业股份有限公司 | Mining method |
| CN105179002A (en) * | 2015-09-08 | 2015-12-23 | 南京梅山冶金发展有限公司 | Construction method for dynamic ventilation channels of underground mining of thick ore body |
| CN106761756A (en) * | 2015-11-19 | 2017-05-31 | 中钢集团马鞍山矿山研究院有限公司 | A kind of stope structure for Upward slicing all-tailing cemented filling method |
| CN205891970U (en) * | 2016-08-17 | 2017-01-18 | 贵州万恒科技发展有限公司 | A mine drop shaft system for storing and high -efficient transported substance material |
| CN106677780A (en) * | 2017-02-21 | 2017-05-17 | 中冶北方（大连）工程技术有限公司 | Upward and downward staged rock drilling, sublevel bottom cutting and ore removal subsequent backfilling mining method |
| CN107218077A (en) * | 2017-06-26 | 2017-09-29 | 永城煤电控股集团有限公司 | Rock gangway multimode combines cash technique |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2021068691A1 (en) | Strong-weak-strong clean mining and full filling method for coal mine | |
| CN103590851A (en) | Underground waste-rock concrete preparation, pumping and filling system and method | |
| CN104358574B (en) | The horizontal room-and-pillar stoping of gently inclined orebody | |
| CN105507947B (en) | A kind of networking waste filling method | |
| CN104612692B (en) | Formation continuous filling mining method followed by segmentation ore caving polycrystalline substance | |
| CN104989408A (en) | Safe and high-efficiency mining method for metal mine in mountainous area | |
| CN108678745A (en) | A kind of narrow vein concrete bed course scarps filling mining method | |
| EA029688B1 (en) | Ore production system | |
| CN108952725B (en) | Low dilution mining method suitable for gentle dip thin ore body | |
| CN103388478A (en) | Forming method for transportation road of bucket shovel applied to open pit coal mine | |
| CN1782326B (en) | Method for treating waste rock in coal mine | |
| CN108643912B (en) | A kind of induction caving afterwards filling mining methods | |
| CN105971605A (en) | A non-waste mining method for underground mines | |
| CN108843318A (en) | Method for improving ore removal efficiency of underground stope | |
| RU2543765C2 (en) | Method of open mining of mineral deposits with forming of dump with large volume and height in difficult conditions | |
| RU2579086C1 (en) | Method for open development of mineral deposits | |
| CN203614129U (en) | Underground waste rock concrete preparation, pumping and filling system | |
| CN104847359A (en) | Open air combined transportation process for stripped waste stones of phosphate ore by car and large-scale slope skip bucket | |
| CN210068167U (en) | Earth pressure balance shield muck continuous conveying equipment | |
| CN107542464A (en) | A kind of pinpoint blasting method under the conditions of open coal mine shovel and truck technology | |
| CN108316927A (en) | A kind of stage Contining ore removal filling mining method | |
| CN110388210B (en) | Stope structure arrangement mode suitable for combined sectional mining of slowly-inclined medium-thickness ore body | |
| RU2495244C2 (en) | Method for open mining of mineral deposits by application of mill holes and cyclical and continuous method (ccm) | |
| CN106939788A (en) | Truck cooperates with ore removal sublevel drilling block chambering method | |
| CN203111972U (en) | Underground scraper plate type scattered material feeding machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181120 |
|
| RJ01 | Rejection of invention patent application after publication |